Question Bank • QB_SWCE_ADV_094 MSQ • 2 Marks

Section 4: Soil and Water Conservation Engineering

Fluid Mechanics

Subtopic: Hydrostatic pressure and its measurement

Question Statement:

Which of the following statements regarding the center of pressure ($h_{cp}$) on a submerged vertical plane surface of area $A$ immersed in a homogeneous static liquid are correct?

Options:

  • (A) The center of pressure always lies strictly below the centroid of the immersed surface area
  • (B) The distance between the centroid and center of pressure is given by $\frac{I_G}{\bar{h} A}$, where $I_G$ is second moment of area about the horizontal centroidal axis
  • (C) As the immersion depth $\bar{h}$ increases indefinitely, the center of pressure asymptotically approaches the centroid of the area
  • (D) The vertical depth of the center of pressure depends directly on the dynamic viscosity of the liquid

Answer Key:

A, B, C

Step-by-Step Solution & Explanation

- Statements A, B, and C are correct: 1. $h_{cp} = \bar{h} + \frac{I_G}{\bar{h} A}$. Since $I_G > 0$ and $\bar{h} A > 0$, $h_{cp} > \bar{h}$, placing the center of pressure below the centroid. 2. The eccentric offset is $\frac{I_G}{\bar{h} A}$. 3. As $\bar{h} \to \infty$, $\frac{I_G}{\bar{h} A} \to 0$, so $h_{cp} \to \bar{h}$. - Statement D is incorrect: Hydrostatic pressure distribution depends only on fluid specific weight $\gamma = \rho g$ and depth $h$; dynamic viscosity $\mu$ has zero effect in static equilibrium.
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